Are the wall loads entered into the flooring as the coating load?

yunussacikk

New Member
hello Is it a correct practice to enter the wall loads as the covering load on the floor. Sometimes I see that it is entered as a live load.
 
Re: Wall loads The regulation says you should increase the live load. I think there is such an inference based on the logic that if the wall does not carry beams, its location can be changed. If the place is fixed, it will be more accurate to use linear load instead of increasing the fixed load of the floor.
 
Re: Wall loads Hello In the past, if there is a wall on the floor, we used to take the wall loads into account by increasing the dead load by 150kg/m2. Now, we can define the wall load as a linear load and take it into account more precisely and accurately. Unver ÖZCAN
 
Re: Wall loads
"NYILMAZ":26u1rtn1" said:
Regulations say that you should increase the live load. If the wall does not carry beams, I think there is such an inference based on the logic that its location can be changed. No, if the floor is fixed, it will be linear instead of increasing the fixed load. load usage would be more accurate.
When we define the wall load as a live load, our load decreases a lot because it is multiplied by 0.3, this seems troublesome to me.
 
Re: Wall loads
"unver":35fl30th" said:
Hi In the past, if there is a wall on the floor, we used to increase the dead load by 150kg/m2 and take the wall loads into account. Now, we define the wall load as linear load in the program, which is more precise and accurate. Ünver ÖZCAN
What is the weight of 8.5 m2 including brick wall plaster?
 
Re: Wall loads I take the wall load for 2.8 m height, 375 kgf/m2 for interior walls, 525 kgg/m2 for exterior walls, do you think it's correct?
 
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